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_ <br />W <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />i 1 STEEL REINFORCING IN GROUTED <br />• — <br />• ^ �q <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />• '' <br />s SPACING REQUIREMENTS <br />o <br />g a SPACING REQUIREMENTS <br />' P: <br />°�• <br />GARAGE DOOR <br />��_.. • <br />RECESS <br />V <br />r <br />• <br />I <br />8"CMU WALL <br />,Q 8" CMU WALL <br />• CORNER BARS, SAME SIZE AS LARGER BAR <br />" <br />B' <br />ro <br />b z-0 <br />+ 0" <br />IN FOUNDATION WITH 30" LEG EACH <br />el <br />w <br />+_ Ur <br />B WAY AT ALL CHANGES IN DIRECTIONS <br />•� <br />TOP OF SLAB <br />. ... ._ OF SLAB <br />.. I.• - SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURBFOUNIT <br />SEE SLAB SCHEDULE <br />° BAR SIZE 48 BAR DI0. <br />EXT. PORCH SLAB -4"CHAMFER (1STORV) <br />#3 18" <br />VARIESNRY <br />' SEE SLAB SCHEDULE TOP OF GARAGE <br />• <br />EXT. PORCH SLAB I "CHAMFER (1STORY) <br />I� <br />I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />1:0. <br />SET <br />I T <br />AT ELEV: <br />NT ISOLATION .. B' CHAMFER (2-STORY) <br />JOINT <br />JOINT (WHERE . #4 24' <br />W/ 1/Z' ISOLATION CHAMFER (2-STORY) <br />. s <br />0•.0" <br />APPLICABLE i SEE scNEDULE #6 30' <br />JOINIT(WHERE �. <br />APPLICABLE 4 SEESCHEWLE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i FORWXD, BAR SIZE <br />#6 36" <br />FOR wxO, eAR slzE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />it AND BAR WANrrry <br />H ANDBAR WANIITV <br />NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />GARAGE SCALE 3ba"=1'-" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE' 3/4"=1'-0'• <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />POURED CELL <br />as w <br />8" CMU <br />fW REBAR 024" O.C. 0 CENTER OF <br />STEEL REINFORCING IN GROUTED <br /># <br />SLAB <br />CELL SEE PLAN FOR SIZE AND <br />Z <br />gD <br />Z. <br />SPACING REQUIREMENTS <br />I <br />f <br />7'CAPPED <br />NEW REINF. BAR <br />SECURED W/2-PART <br />EPDXY. MIN. EMBED <br />3, <br />• <br />GALVANIZED PIPE <br />a g, UNO <br />a FOLLOW ALL MANF. <br />W/FLANGE BASE <br />w SPECIFICATIONS FOR <br />u <br />- "CONC., REINF. W/ <br />m USE AND <br />o <br />6'k6" #10 VVYYM ON <br />PREPARATION OF <br />8" CMU WALL <br />6-MIL POLY ETHYLENE <br />" VAPOR BARRIER ON <br />a- r <br />o HOLE. <br />9,4 <br />w "� WELL -COMPACTED <br />SECURE FLANGE TO <br />IO <br />TOP OF SLAB <br />CLEAN FILL TERMITE <br />< <br />SLAB W/(4)1/4" X 21/4" <br />p Oh' <br />I. <br />�z TREATMENT SHALL BE <br />'4 <br />TAPCONS <br />4" BORA-CARE <br />, u. <br />QqQ <br />SEE SLAB SCHEDULE <br />a�lll <br />• " (2) CONT. #4 REBAR <br />IT'CHAMFER (2 STORY) <br />b <br />z <br />- <br />"ISOLATED" COLUMN PAD <br />° CENTERED UNDER WALL AND <br />- .I POURED MONOLITHICALLY WITH <br />° (2) #5 REBAR ON CHAIRS <br />-- - - FOUNDATION AND SLAB <br />• �' • J SEESCFIE <br />i2" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />RSI <br />FOR BAR' eaR s� <br />AND BAR WANTIiY <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />SLAB HEIGHT LESS THAN 3'S' PER PLAN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />FOOTING AND COL. PAD <br />FOOTING W/ BLOCK WALL <br />scALE: 3/4"=1'-a <br />6 SCALE: 3/a"=1'-U' <br />7 SCALE: 3/4"=V-0" <br />1 A <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />LAP TOP PLATE A MIN. OF 48' <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP No 2 STUDS SEE <br />2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT, <br />PLANS FOR SPACING. SINGLE <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />4//FCONNECTORSNOT <br />SLAB W/10d MASONRY <br />PROVIDE OBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />NAIL 12" O/C STAGGERED. <br />1Z' O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />m <br />• " POURED LINTEL CONT. (TYP.) <br />SLAB SCHEDULE <br />•tC} 8' CMU FILLED CELL (TYP.) <br />[SEE <br />+ 0'� <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TOP OF SLAB -r-�: n <br />+_ 0-_p" <br />1/2" DIA. SIMPSON ST62 BOLTS 5" <br />TOP OF SLAB <br />MINIMUM EMBEDMENT INTO <br />.�_ . _° <br />GROUTED CELL, 4" FROM ENDS AND <br />°° <br />as :'! <br />16" O.C. VERTICALLY MAX <br />,e_• <br />..• <br />' 49 . <br />SEE SCHEW LE <br />FOR HAD, BAR SIZE <br />ED. EO. SEE SCHEWLE <br />AND BAR WANTITV <br />FOR MD, BAR SIZE <br />AND BAR OUANTRY <br />CURB FOUNDATION WOOD WALL <br />R FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />('-.-"\INTERIOR <br />(�9)�S.A_E3/4"=T-(Y' <br />UPLIFT) <br />,I 4 BLOCK WALCONNECTION <br />V SCALE:3/4"=1'-O'• <br />UPLIFT)(NO <br />(NO <br />1441 N. RONALD REAGAN BLVD.' <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.com <br />L AA #: 0003325 <br />W <br />ul <br />0i <br />Q <br />�v <br />h <br />�ZW{ <br />Ul <br />IL <br />L{�1 <br />3 <br />e� <br />° <br />Y <br />m <br />Q <br />_ <br />Q <br />W <br />Q <br />Iq <br />C <br />pp <br />cn <br />Lu <br />f <br />O <br />R <br />is <br />ounDrv. e# I.OT: <br />ABBOTT PARK <br />LOT 6 <br />BLOCK 7PHASE 2B <br />PROJECT# <br />04181.02B-06071 <br />MODEU <br />E401 <br />"2828—ENSLEY' <br />OARACiS 8100MC: <br />RIGHT <br />PACM <br />DETAILS <br />k.160 hiPH E C <br />